ELASTO-PLASTIG BEHAVIOR OF COMPRESSION MEMBERS LATERALLY-BRACED AT AN INTERMEDIATE POINT AND BRACING REQUIREMENTS
Author:
Affiliation:
1. Dept. of Architecture,, Faculty of Engineering, Mie University
2. Dept. of Architecture, Faculty of Engineering, Mie University
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/65/528/65_KJ00004087743/_pdf
Reference6 articles.
1. 3) ONO T. A Study on Bracing Requirement of steel Beam-Columns. Proc.5th Intnl.Colloq.on Stability and Ductility and Ductility of Steel Structures. (1997) vol.1, p.507-514.
2. 5) TSUJI B. Post-Buckling Strength of Compression Members with Elastic Plastic Lateral Bracing. Proc.5th Intnl.Colloq.on Stability and Ductility and Ductility of Steel Structures. (1997) vol.1, p.515-522.
3. 8) FUKAO H. Elasto-plastic Behaviior of Laterally-Braced Compression Members. Proc.5th Intnl.Collq.on Stability and Ductility of Steel Structures. (1997) vol.1, p.499-506.
4. 9) FUKAO H. Elasto-plastic Behaviior of Laterally-Braced Compression Members. Stability and Ductility of Steel Structures. Elsevior. (1998) p.37-44.
5. 15) SIMO J. C. Comput. Methods Appl. Mech. Eng.. (1985) vol.48, p.101-118.
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